This study introduces a novel High Bolt-Screw (HBS) active joint for enhancing the load-bearing performance of steel support systems used in subway foundation pits. The HBS joint addresses the limitations of traditional steel wedge joints, particularly in handling eccentric loads and tensile forces. Experimental and numerical analyses were conducted on specimens with different screw diameters to evaluate the mechanical behavior of the HBS joint under eccentric compression. Load-strain curves, load-displacement curves, and failure modes were documented to compare the performance of the HBS joint with an equal length steel support (ELSS) and a traditional wedge joint. The data and results obtained from numerical simulations exhibited a high degree of concordance with those derived from laboratory tests. Finite Element Analysis (FEA) was employed to perform parametric studies, examining the effects of key design factors such as screw diameter and eccentricity. The results indicate that the HBS joint provides superior preloaded axial force retention. Additionally, the HBS joint exhibited a yield load 1.35 times greater than that of traditional wedge joints, with an initial compressive stiffness 3.5 times higher, enhancing its resistance to deformation under eccentric loads. Parametric analysis indicated that the yield load is influenced by the eccentric distance but unaffected by the eccentric angle, with screw diameter, barrel nut height, and extension length identified as key factors. A yield load formula was derived through rigorous theoretical analysis and validated against experimental data, showing a relative error of less than 10 %. These findings emphasize the exceptional eccentric load-bearing capacity and stiffness of HBS joints, providing valuable insights for designing and implementing advanced support systems in subway foundation pit construction.
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